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SCS-CN method. Part II: Analytical treatment

Autorzy
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This part of the paper, a sequel to Part I, in continuation of the analytical treatment of the Soil Conservation Service curve number (SCS-CN) method, further explores the SCS-CN method for: Z(a) its functional behaviour, (b) the physical interpretation of its proportional equality and curve number, (c) the derivation of seldom explored potential macimum retention S-CN relation, and (d) the development of CN-antecedent moisture condition (AMC) relations. Finally, an attempt is made to present the SCS-CN concept as a viable alternative to power law.
Rocznik
Strony
107--123
Opis fizyczny
Bibliogr. 23 poz.
Twórcy
autor
  • National Institute of Hydrogeology, Roorkee-247 667, India
autor
  • Department of Civil and Environmental Engineering Louisiana, State of University, Baton Rouge, Louisiana 70803-6405, USA
Bibliografia
  • 1. Aron, G., A.C. Miller, Jr., and D.F. Lakatos, 1977, Infiltration formula based on SCS curve number, J. Irrig. Drain. E-ASCE 103, IR4,419-427.
  • 2. Chen Cheng-lung, 1982, An evaluation of the mathematics and physical significance of the soil conservation service cume number procedure for estimating run off volume. In: V.P. Singh (ed.), "Rainfall-Runoff Relationship", Water Resour. Publ., Littleton, Co.
  • 3. Fok, Y.S., and S.H. Chiang, 1984, 2-D infiltration equations for furrow irrigation, J. Irrig. Drain. E-ASCE 110, 2, 208-217.
  • 4. Gray, D.D., P.G. Katz, S.M. de Monsabert and N.P. Cogo, 1982, Antecedent moisture condition probabilities, J. Irrig. Drain. E-ASCE 108, 2, 107-114.
  • 5. Hawkins, R.H., A.T. Hjelmfelt, Jr., and A.W. Zevenbergen, 1985, Runoff probability, storm depth, and curve numbers, J. Irrig. Drain. E-ASCE 111, 4, 330-339.
  • 6. Huggins, L.F., and EJ. Monke, 1966, The mathematical simulation of the hydrology of small watersheds, Techn. Rep. No. l, Purdue Water Resources Research Centre, Lafayette.
  • 7. McCuen, R.H., 1982, A Guide to Hydrologic Analysis Using SCS Methods, Prentice-Hall Inc., Englewood Cliffs, NJ.
  • 8. Mishra, S.K., 1998, Operation of a multipurpose reservoir, Ph.D. Thesis, University of Roorkee, Roorkee, India (unpublished).
  • 9. Mishra, S.K., and V. Garg, 2000, An SCS-CN-based time distributed model, J. Hydrology, Indian Association of Hydrologists, Roorkee, India.
  • 10. Mishra, S.K., and V.P. Singh, 1999, Behaviour of SCS-CN method in C-Iα-λ spectrum, Proc. Int. Conf. on Water, Environment, Ecology, Socio-economics, and Health Engineering, Seoul Natl. Univ., Korea, Oct. 18-21.
  • 11. Mishra, S.K., and V.P. Singh, 2001, On Seddon speed formula, J. Hydrol. Scs., IAHS 46, 3, 333-347.
  • 12. Mishra, S.K., and V.P. Singh, 2002a, SCS-CN method. Part I: Derivation of SCS-CN-based models, Acta Geophys. Pol. 50, 3,457-477.
  • 13. Mishra, S.K., and V.P. Singh, 2002b, SCS-CN-based hydrologic simulation package. In: V.P. Singh and D.K. Frevert (eds.), "Mathematical Models in Small Watershed Hydrology", Water Resour. Publ., Littleton, Co.
  • 14. Moore, R.J., 1985, The probability-distributed principle and run off production at point and basin scales, J. Hydrol. Sc., I.A.H.S., 30, 2, 6, 273-297.
  • 15. Nash, J.E., and J.V. Sutcliffe, 1970, River flow forecasting through conceptual models. Part I, A discussion of principles, J. Hydrology 10, 282-290.
  • 16. Ponce, V.M., 1989, Engineering Hydrology: Principles and Practice, Prentice Hali Inc., Englewood Cliffs, NJ.
  • 17. Ponce, V.M., and R.H. Hawkins, 1996, Run off curve number: Has it reached maturity? J. Hydrologie. Engrg., A.S.C.E. l, 11-19.
  • 18. SCD, 1972, Handbook of Hydrology, Soil Conservation Department, Ministry of Agriculture, New Delhi, India.
  • 19. Schaake, J.C., V.I. Koren, Qing-Yun Duan, K. Mitchell and F. Chen, 1996, Simple water balance model for estimating run off at different spatial and temporal scales, J. Geophys. Res. 101,03,7461-7475.
  • 20. SCS, 1956; 1964; 1971; 1985, Hydrology, National Engineering Handbook, Suppl. A, Sec. 4, Chap. 10, Soil Conservation Service, U.S.D.A., Washington D.C.
  • 21. SCS, 1986, Urban hydrology for small watersheds, Techn. Release, 55, Soil Conservation Service, U.S.D.A., Washington D.C.
  • 22. Singh, V.P., and F.X. Yu, 1990, Derivation of infiltration equation using systems approach, J. Irrig. Drain. E-ASCE 116, 6, 837-857.
  • 23. Sobhani, G., 1975, A review of selected small watershed design methods for possible adoption to Iranian conditions, M.S. Thesis, Utah State University, Logan.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BSL7-0007-0031
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